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- Does Settle3D automatically assign any drainage conditions to layers?
- Can I model a pyramid-shaped load in Settle3D?
- Why do the contours under my circular load look like overlapping rectangles?
- Will overlapping loads be added together?
- Can I build an embankment with a specified slope in both orthogonal directions?
- How do I model cut and fill in Settle3D?
- When should the Generate Excess Pore Pressures Above Water Table option be selected?
- How do I use empirical methods in Settle3D?
- Does Settle3D break down the model into smaller discrete layers for analysis, and do I have any control over these divisions?
- How can I model ponded water in Settle3D?
- How can I speed up the calculation time in multi-layer analysis mode in Settle3D?
- Can I model sand piles in Settle3D?
- When can I use the Use Average Properties to Compute Layered Stress option?
- What options are there for defining boundary drainage conditions in Settle3D?
- How do I determine the time to consolidation using Settle3D?
- Can embankment self-consolidation be considered in Settle3D?
- How can I define a non-uniform pressure distribution in Settle3D?
- How can I model a ring load in Settle3D?